State of Art: The Fire Resistance of RC Members Strengthened with CFRP Laminates

Document Type : Original Article

Author

Department of Civil Engineering, Faculty of Science and Technology, University of Coimbra, Coimbra, Portugal

Abstract

The available current research on mechanical behavior of RC structural members strengthened with CFRP material resulting from fire is presented and technically discussed in this paper. This includes design reviews, methods of application and techniques of reinforcing RC members with CFRP. Besides, the review includes the latest developed experimental, numerical, methods and formulation studies. Moreover, most of the studies agreed that there is a need to conduct more parametric numerical analysis in the field for improvement the global thermal response and flexural strength of the RC members strengthened with FRP. Based on the missing research, this review paper propose and suggest a set of very innovative design strategies and methods of application to improve the fire response of FRP laminates in case of fire, such as, (1) a combination design reinforcement technique on RC structural beam members with a combined mechanically anchored 3NSM extruded FRP design, (2) RC structural members external bonded with zigzag shaped FRP strips at the bottom and side soffits, (3) installing steel wire mesh, textile wire mesh and carbon tissues as a reinforcement material in the fire protection layer, (4) testing the fire response of using π-anchor and FRP anchor devices and new shaped memory alloy material in RC structural members strengthened with FRP, (5) u-shaped steel anchorage plate installed in the mid-span of the RC FRP beam, (6) suggesting installing L-shaped steel plate as a form of anchorage tool to support the bottom and the vertical soffits of the extruded FRP and (7) fire response of RC beams strengthened with FRP laminates using 3 different pre-fabricated types of extruded FRP laminates. The aim of this paper is to contribute for a more effective research on this field, leading to a future wide use of this technique in safer RC structures to fire events.

Keywords


[1]- American Concrete Institute (ACI), 2008, Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures ACI 440.2R-08. ACI Committee 440, Farmington Hills (MI), 1–45.
[2]- Ahmed A, Kodur V. K. R., 2011, Effect of bond degradation on fire resistance of FRP-strengthened strengthened concrete beams, Composites: Part B, 42: 226–237.
[3]- Ahmed A., and Kodur V., 2011, The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure, Engineering Structures, 33: 2201–2211.
[4]- Al-Salloum, Y. A., Elsanadedy, H. M., and Abadel, A. A., 2011, Behavior of FRP-confined concrete after high temperature exposure, Construction and Building Materials, 25: 838–850.
[5]- Arruda, M. R. T., Firmo, J. P., Correia, J. R., and Tiago, C., 2016, Numerical modelling of the bond between concrete and CFRP laminates at elevated temperatures, Engineering Structures, 110: 233–243.
[6]-Barros, J. A. O., Ferreira, D. R. S. M., Fortes, A. S., and Dias, S. J. E., 2006, Assessing the effectiveness of embedding CFRP laminates in the near soffit for structural strengthening, Construction and Building Materials, 20: 478–491.
[7]- Bilotta, A., Ceroni, F., Nigro, E., and  Pecce, M., 2015, Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence, Composite Structures, 124:163–175.
[8]- Carlos, T. B., Rodrigues, J. P. C., De Lima, R. C. A., and Dhima, D., 2018, Experimental analysis on flexural behaviour of RC beams strengthened with CFRP laminates and under fire conditions, Composite Structures, 189: 516–528.
[9]- Del Prete, I., Bilotta, A., Bisby, L., and Nigro, E., 2018, Ambient temperature performance of cementitious matrices for fire-safe NSM FRP strengthening of concrete structures, Construction and Building Materials, 193: 42–54.
[10]- Firmo, J. P., Arruda, M. R. T., and Correia, J. R., 2014, Contribution to the understanding of the mechanical behavior of CFRP-strengthened RC beams subjected to fire: Experimental and numerical assessment, Composites: Part B 66:15–24.
[11]- Firmo, J. P., Arruda, M. R. T., Correia, J. R., and Rosa, I. C., 2018, Three-dimensional finite element modelling of the fire behaviour of insulated RC beams strengthened with EBR and NSM CFRP strips, Composite Structures, 183:124–136.
[12]- Firmo, J. P., Arruda, M. R. T., and Correia, J. R., 2015, Numerical simulation of the fire behaviour of thermally insulated strengthened concrete beams strengthened with EBR-CFRP strips, Composite Structures, 126: 360–370.
[13]- Firmo, J. P., Arruda, M. R. T., Correia, J. R., and Tiago, C., 2015, Flexural behaviour of partially bonded carbon fibre strengthened polymers strengthened concrete beams: Application to fire protection systems design, Materials and Design, 65:1064–1074.
[14]- Firmo, J. P., Correia, J. R., and Bisby, L. A, 2015, Fire behaviour of FRP-strengthened strengthened concrete structural elements: A state-of-the-art review, Composites Part B 80: 198-216.
[15]- Firmo, J. P., and Correia, J. R., 2015, Fire behaviour of thermally insulated RC beams strengthened with EBR-CFRP strips: Experimental study, Composite Structures, 122:144–154.
[16]- Firmo, J. P., Correia, J. R., and França, P., 2012, Fire behaviour of strengthened concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zones, Composites: Part B 43:1545–1556.
[17]- Foret, G., and Limam, O., 2008, Experimental and numerical analysis of RC two-way slabs strengthened with NSM CFRP rods, Construction and Building Materials, 22:2025–2030.
[18]- Hawileh, R. A., Naser, M., Zaidan, W., and Rasheed, H. A., 2009, Modeling of insulated CFRP-strengthened strengthened concrete T-beam exposed to fire, Engineering Structures, 31:3072–3079.
[19]- Jadooe, A., Al-Mahaidi, R., and Abdouka, K., 2017, Experimental and numerical study of strengthening of heat-damaged RC beams using NSM CFRP strips, Construction and Building Materials, 154:899–913.
[20]- Jiangtao, Y., Yichao, W., Kexu, H., Kequan, Y., and Jianzhuang, X., 2017, The performance of near-soffit mounted CFRP strengthened RC beam in fire, Fire Safety Journal, 90:86–94.
[21]- Jiangtao, Y., Keke, L., Ling-zhi, L., Yichao, W., Kequan, Ya., and Qingfeng, X., 2018, A simplified method to predict the fire resistance of RC beams strengthened with near-surface mounted CFRP, Composite Structures, 193:1–7.
[22]- Kalfat, R., Gadd, J., Al-Mahaidi, R., and Smith, S. T., 2018, An efficiency framework for anchorage devices used to enhance the performance of FRP strengthened RC members, Construction and Building Materials, 191:354–375.
[23]- Kodur, V. K. R., and Bhatt, P. P., 2018, A numerical approach for modeling response of fiber strengthened polymer strengthened concrete slabs exposed to fire, Composite Structures, 187: 226–240.
[24]- Kodur, V. K. R., Yu, B., and Solhmirzaei, R., 2017, A simplified approach for predicting temperatures in insulated RC members exposed to standard fire, Fire Safety Journal, 92:80–90.
[25]- Krzywon, R., 2017, Behavior of EBR FRP strengthened beams exposed to elevated temperature, International Conference on Analytical Models and New Concepts in Concrete and Masonry, Structures AMCM’2017, Procedia Engineering, 193: 297 – 304.
[26]- Lau, D., Qiu, Q., Zhou, A., and Chow, C. L., 2016, Long term performance and fire safety aspect of FRP composites used in building structures, Construction and Building Materials, 126: 573–585.
[27]- López, C., Firmo, J. P., Correia, J. R., and Tiago, C., 2013, Fire protection systems for strengthened concrete slabs strengthened with CFRP laminates, Construction and Building Materials, 47:324–333.
[28]- Nigro, E., Cefarelli, G., Bilotta, A., Manfredi, G., and Cosenza, E.,2014, Guidelines for flexural resistance of FRP strengthened concrete slabs and beams in fire, Composites: Part B, 58: 103–112.
[29]- Petkova, D., Donchev, T., and Wen, J., 2014, Experimental study of the performance of CFRP strengthened small scale beams after heating to high temperatures, Construction and Building Materials, 68:55–61.
[30]- Teixeira de Freitas, J. A., López, C., Cuong Rui Faria, P. T.,2014, Hybrid finite element thermal modelling of fire protected structural elements strengthened with CFRP laminates, Composite Structures, 113:396–402.
[31]- Toutanji, H., Zhao, L.,and Zhang, Y.,2006, Flexural behavior of strengthened concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix, Engineering Structures, 28:557–566.
[32]- Truong, G. T., Lee, H., and Choi, K., 2018, Flexural behavior of RC beams strengthened with NSM GFRP strips after exposed to high temperatures, Engineering Structures, 173: 203–215.
[33]- Xu, Q., Chen, L., Han, C., Harries, K. A., and Xu, Z., 2019, Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets, Engineering Structures, 183:135–149.
[34]- Yu, B., and Kodur, V. K. R., 2013, Factors governing the fire response of concrete beams strengthened with FRP rebars, Composite Structures, 100:257–269.
[35]- Yu, B., and Kodur, V. K. R., 2014, Fire behavior of concrete T-beams strengthened with near-soffit mounted FRP reinforcement, Engineering Structures, 80:350–361.
[36]- Zeng, Y., Caspeele, R., Matthys, S., and Taerwe, L., 2016, Compressive membrane action in FRP strengthened RC members, Construction and Building Materials, 126:442–452.